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Implementation of a closed-loop structural control system using wireless sensor networks

dc.contributor.authorLynch, Jerome Peteren_US
dc.contributor.authorWang, Y.en_US
dc.contributor.authorSwartz, R. Andrewen_US
dc.contributor.authorLu, K. C.en_US
dc.contributor.authorLoh, Chin-Hsiungen_US
dc.date.accessioned2008-07-01T14:10:31Z
dc.date.available2009-06-01T20:08:52Zen_US
dc.date.issued2008-06en_US
dc.identifier.citationLynch, J. P.; Wang, Y.; Swartz, R. A.; Lu, K. C.; Loh, C. H. (2008). "Implementation of a closed-loop structural control system using wireless sensor networks." Structural Control and Health Monitoring 15(4): 518-539. <http://hdl.handle.net/2027.42/60230>en_US
dc.identifier.issn1545-2255en_US
dc.identifier.issn1545-2263en_US
dc.identifier.urihttps://hdl.handle.net/2027.42/60230
dc.description.abstractWireless sensor networks have rapidly matured in recent years to offer data acquisition capabilities on par with those of traditional tethered data acquisition systems. Entire structural monitoring systems assembled from wireless sensors have proven to be low cost, easy to install, and accurate. However, the functionality of wireless sensors can be further extended to include actuation capabilities. Wireless sensors capable of actuating a structure could serve as building blocks of future generations of structural control systems. In this study, a wireless sensor prototype capable of data acquisition, computational analysis and actuation is proposed for use in a real-time structural control system. The performance of a wireless control system is illustrated using a full-scale structure controlled by a semi-active magnetorheological (MR) damper and a network of wireless sensors. One wireless sensor designated as a controller automates the task of collecting state data, calculating control forces, and issuing commands to the MR damper, all in real time. Additional wireless sensors are installed to measure the acceleration and velocity response of each system degree of freedom. Base motion is applied to the structure to simulate seismic excitations while the wireless control system mitigates inter-storey drift response of the structure. An optimal linear quadratic regulation solution is formulated for embedment within the computational cores of the wireless sensors. Copyright © 2007 John Wiley & Sons, Ltd.en_US
dc.format.extent569707 bytes
dc.format.extent3118 bytes
dc.format.mimetypeapplication/pdf
dc.format.mimetypetext/plain
dc.publisherJohn Wiley & Sons, Ltd.en_US
dc.subject.otherEngineeringen_US
dc.subject.otherCivil and Mechanical Engineeringen_US
dc.titleImplementation of a closed-loop structural control system using wireless sensor networksen_US
dc.typeArticleen_US
dc.rights.robotsIndexNoFollowen_US
dc.subject.hlbtoplevelHealth Sciencesen_US
dc.description.peerreviewedPeer Revieweden_US
dc.contributor.affiliationumDepartment of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI 48109-2125, U.S.A. ; Assistant Professor. ; Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI 48109-2125, U.S.A.en_US
dc.contributor.affiliationumDepartment of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI 48109-2125, U.S.A.en_US
dc.contributor.affiliationotherDepartment of Civil and Environmental Engineering, Stanford University, Stanford, CA 94305, U.S.A.en_US
dc.contributor.affiliationotherDepartment of Civil Engineering, National Taiwan University, Taipei, Taiwanen_US
dc.contributor.affiliationotherDepartment of Civil Engineering, National Taiwan University, Taipei, Taiwanen_US
dc.description.bitstreamurlhttp://deepblue.lib.umich.edu/bitstream/2027.42/60230/1/214_ftp.pdf
dc.identifier.doihttp://dx.doi.org/10.1002/stc.214en_US
dc.identifier.sourceStructural Control and Health Monitoringen_US
dc.owningcollnameInterdisciplinary and Peer-Reviewed


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